• 제목/요약/키워드: Three Dimensional analysis model

검색결과 2,365건 처리시간 0.032초

생체내 혈관조형술을 이용한 관상동맥의 3차원 형상화 및 혈류특성 해석 (Three-Dimensional Model Construction and Blood Flow Analysis of Coronary Artery using In-vivo Angiography)

  • 노형운;서상호;권혁문;이병권
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.753-758
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    • 2003
  • The purpose of the present study was to establish the mechanism of the generation of atherosclerosis by analyzing the hemodynamic variables in the coronary artery where atherosclerosis occurs frequently. From the previous results, the stenosis phenomena due to atherosclerosis were related to not only biochemical reaction between blood and blood vessel but also the hemodynamic factors like flow separation and oscillatory wall shear stress. The present study aimed to investigate the causes of the generation and progression of atherosclerosis in the coronary artery. This study also aimed to develop the softwares which generate automatically three dimensional vascular models obtained by the angiogram images and the computer vision techniques. In the present study, the flow patterns for full three-dimensional hemodynamic characteristics were analyzed. To understand the three-dimensional hemodynamic characteristics, the wall shear stress distributions and secondary flows were investigated quantitatively.

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Analysis of Two Dimensional and Three Dimensional Supersonic Turbulence Flow around Tandem Cavities

  • Woo Chel-Hun;Kim Jae-Soo;Lee Kyung-Hwan
    • Journal of Mechanical Science and Technology
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    • 제20권8호
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    • pp.1256-1265
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    • 2006
  • The supersonic flows around tandem cavities were investigated by two-dimensional and three-dimensional numerical simulations using the Reynolds-Averaged Navier-Stokes (RANS) equation with the k- ω turbulence model. The flow around a cavity is characterized as unsteady flow because of the formation and dissipation of vortices due to the interaction between the freestream shear layer and cavity internal flow, the generation of shock and expansion waves, and the acoustic effect transmitted from wake flow to upstream. The upwind TVD scheme based on the flux vector split with van Leer's limiter was used as the numerical method. Numerical calculations were performed by the parallel processing with time discretizations carried out by the 4th-order Runge- Kutta method. The aspect ratios of cavities are 3 for the first cavity and 1 for the second cavity. The ratio of cavity interval to depth is 1. The ratio of cavity width to depth is 1 in the case of three dimensional flow. The Mach number and the Reynolds number were 1.5 and $4.5{\times}10^5$, respectively. The characteristics of the dominant frequency between two- dimensional and three-dimensional flows were compared, and the characteristics of the second cavity flow due to the first cavity flow was analyzed. Both two dimensional and three dimensional flow oscillations were in the 'shear layer mode', which is based on the feedback mechanism of Rossiter's formula. However, three dimensional flow was much less turbulent than two dimensional flow, depending on whether it could inflow and outflow laterally. The dominant frequencies of the two dimensional flow and three dimensional flows coincided with Rossiter's 2nd mode frequency. The another dominant frequency of the three dimensional flow corresponded to Rossiter's 1st mode frequency.

2차원 침수해석과 BIM 기술을 활용한 홍수재난 대피지도 작성 (Development of a Flood Disaster Evacuation Map Using Two-dimensional Flood Analysis and BIM Technology)

  • 정창삼
    • 한국방재안전학회논문집
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    • 제13권2호
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    • pp.53-63
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    • 2020
  • 본 연구에서는 2차원 흐름 해석 모형인 Hydro_AS-2D 모형을 이용하여 해수면 상승과 극한 홍수 발생 시 창원시 성산구 및 의창구 일대의 침수피해 상황을 모의하고, 그 결과를 3차원 지형 상에 표출한 후 BIM 기술을 이용하여 최적 대피경로를 도출하였다. 기후변화는 홍수재해 측면에서 크게 두 가지 요소에 영향을 미치는데 해수면 상승과 극한 강우사상의 증가이다. 해수면 상승은 그 자체만으로 연안지역에 해수가 범람하여 침수현상을 유발하는 영향을 미칠 수 있을 뿐 아니라 하천의 기점 홍수위를 상승시켜 하천 전체에 걸쳐 홍수위 상승을 유발한다. 본 연구에서는 기후변화에 의한 해수위 상승과 태풍에 의한 폭풍해일에 의한 해수위 상승, 그리고 태풍에 의한 극한 강우사상을 모의조건으로 설정하였다. 창원시의 지형공간정보와 하천정비기본계획의 하천횡단 정보를 이용하여 유역전체의 3차원 공간정보로 구성하고 이를 수치모형화 하였다. 연구대상지역은 BIM 기술을 이용하여 3차원 지형정보 상에 건물의 층고, 대피소 위치 등의 정보를 가지고 있는 3차원 도시정보모델로 구축하였으며, 수치모의 결과를 이 모델 상에 표출하고 대피계획을 위한 분석에 사용하였다. 침수발생 시 대피경로는 시간에 따른 침수 범위의 변화에 따라 대피소로의 경로를 설정하는 알고리즘에 의해 결정되며, 설정된 경로는 직관적인 3차원 공간정보 상에 표출되어 사용자에게 제공된다.

최단 거리 삼각형 패치 형성법을 이용한 무릎 관절의 3차원 형상 모델링과 시뮬레이션 (Modeling and Simulation of Human Knee Joint in Three Dimension By Using the Method of Optimal Triangular Patches)

  • 문병영;손권;김광훈;서정탁
    • 한국정밀공학회지
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    • 제20권12호
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    • pp.205-212
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    • 2003
  • Many people are exposed to accidents by vehicles or sports. The most frequent injuries by these accidents is concerned with a knee joint. The three-dimensional surface model of a knee is needed for dynamic analysis of knee motion and knee reconstruction. three-dimensional motion data of a knee joint were obtained using X-ray and precise magnetic sensors. The surface data of a femur and a tibia were obtained using cross-sectional pictures by CT. The three-dimensional surface models of a femur and a tibia were made by the method of optimal triangular patch. Using obtained motion data, we simulated the motion of three-dimensional knee joint model.

퍼지이론을 이용한 FEM 모델링을 위한 자동 요소분할 시스템 (Automatic Mesh Generation System for a Novel FEM Modeling Based on Fuzzy Theory)

  • 이준성;이양창;최윤종
    • 한국지능시스템학회:학술대회논문집
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    • 한국퍼지및지능시스템학회 2005년도 춘계학술대회 학술발표 논문집 제15권 제1호
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    • pp.139-142
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    • 2005
  • This paper describes an automatic finite element (FE) mesh generation for three-dimensional structures consisting of free-form surfaces. This mesh generation process consists of three subprocesses: (a) definition of geometric model, i.e. analysis model, (b) generation of nodes, and (c) generation of elements. One of commercial sol id modelers is employed for three-dimensional sol id structures. Node is generated if its distance from existing node points is similar to the node spacing function at the point. The node spacing function is well control led by the fuzzy knowledge processing. The Delaunay method is introduced as a basic tool for element generation. Automatic generation of FE meshes for three-dimensional sol id structures holds great benefits for analyses. Practical performances of the present system are demonstrated through several mesh generations for three-dimensional complex geometry.

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On exact wave propagation analysis of triclinic material using three-dimensional bi-Helmholtz gradient plate model

  • Karami, Behrouz;Janghorban, Maziar;Tounsi, Abdelouahed
    • Structural Engineering and Mechanics
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    • 제69권5호
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    • pp.487-497
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    • 2019
  • Rapid advances in the engineering applications can bring further areas to provide the opportunity to manipulate anisotropic structures for direct productivity in design of micro/nano-structures. For the first time, magnetic affected wave characteristics of nanosize plates made of anisotropic material is investigated via the three-dimensional bi-Helmholtz nonlocal strain gradient theory. Three small scale parameters are used to predict the size-dependent behavior of the nanoplates more accurately. After owing governing equations of wave motion, an analytical approach based harmonic series is utilized to fine the wave frequency as well as phase velocity. It is observed that the small scale parameters, magnetic field and wave number have considerable influence on the wave characteristics of anisotropic nanoplates. Due to the lack of any study on the mechanics of three-dimensional bi-Helmholtz gradient plates made of anisotropic materials, it is hoped that the present exact model may be used as a benchmark for future works of such nanostructures.

삼차원(三次元) 비정상(非定常) 지하수모형(地下水模型)에 의한 홍적대지의 지하수(地下水) 유동해석(流動解析) (Groundwater Flow Analysis Using a Transient Three-dimensional Model in an Upland Area)

  • 배상근
    • 대한토목학회논문집
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    • 제10권2호
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    • pp.59-65
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    • 1990
  • 3차원 비정상류모형을 사용하여 출도대지(出島台地)의 소유역에 있어서 인위적및 자연적 요인이 지하수유동에 미치는 영향에 대하여 고찰하였다. 3차원 비정상류모형의 검정을 위하여, 모형에 의한 수치해석해와 Theis의 해석해를 비교한 결과 서로 좋은 대응을 나타내었다. 모의발생은 용수로(用水路)를 통하여 관개가 시작되는 5월 1일부터 30일간 행하였다. 지하수 유동양상을 포텐샬도로 나타내었으며 그에 대한 고찰이 있었다. 본 해석으로 부터 인위적 영향을 받는 지역의 지하수유동계를 해석하기 위해서는 3차원 비정상류모형이 유용하다고 사료되었다.

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수평보강재로 보강된 터널 막장의 거동에 관한 축소 모형실험 (Reduced-Scale Model Tests on the Behavior of Tunnel Face Reinforced with longitudinal reinforcements)

  • 유충식;신현강
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 봄 학술발표회 논문집
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    • pp.79-86
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    • 2000
  • This paper presents the results of a parametric study on the behavior of tunnel face reinforced with horizontal pipes. A series of reduced-scale model tests was carried out to in an attempt to verify previously performed three-dimensional numerical modeling and to investigate effects of reinforcement layout on the tunnel face deformation behavior The results of model tests indicate that the tunnel face deformation can significantly reduced by pre-reinforcing the tunnel face with longitudinal members and thus enhancing the tunnel stability. In addition, the model tests results compare fairly well with those from the previously performed three-dimensional finite element analysis. Therefore, a properly calibrated three dimensional model may effectively be used in the study of tunnel face reinforcing technique.

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Numerical Analysis of Three Dimensional Supersonic Flow around Cavities

  • Woo Chel-Hun;Kim Jae-Soo;Kim Jong-Rok
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2006년도 PARALLEL CFD 2006
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    • pp.311-314
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    • 2006
  • The supersonic flow around tandem cavities was investigated by three- dimensional numerical simulations using the Reynolds-Averaged Navier-Stokes(RANS) equation with the $\kappa-\omega$ thrbulence model. The flow around a cavity is characterized as unsteady flow because of the formation and dissipation of vortices due to the interaction between the freestream shear layer and cavity internal flow, the generation of shock and expansion waves, and the acoustic effect transmitted from wake flow to upstream. The upwind TVD scheme based on the flux vector split using van Leer's limiter was used as the numerical method. Numerical calculations were performed by the parallel processing with time discretizations carried out by the 4th-order Runge-Kutta method. The aspect ratio of cavities are 3 for the first cavity and 1 for the second cavity. The ratio of cavity interval to depth is 1. The ratio of cavity width to depth is 1 in the case of three dimensional flow. The Mach number and the Reynolds number were 1.5 and $4.5{\times}10^5$, respectively. The characteristics of the dominant frequency between two-dimensional and three-dimensional flows were compared, and the characteristics of the second cavity flow due to the fire cavity flow cavity flow was analyzed. Both two dimensional and three dimensional flow oscillations were in the 'shear layer mode', which is based on the feedback mechanism of Rossiter's formula. However, three dimensional flow was much less turbulent than two dimensional flow, depending on whether it could inflow and outflow laterally. The dominant frequencies of the two dimensional flow and three dimensional flows coincided with Rossiter's 2nd mode frequency. The another dominant frequency of the three dimensional flow corresponded to Rossiter's 1st mode frequency.

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Comparative analysis of turbulence models in hydraulic jumps

  • Lobosco, Raquel J.;da Fonseca, David O.;Jannuzzia, Graziella M.F.;Costa, Necesio G.
    • Coupled systems mechanics
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    • 제8권4호
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    • pp.339-350
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    • 2019
  • A numerical simulation of the incompressible multiphase hydraulic jump flow was performed to compare the interface prediction through the use of the three RANS turbulence models: $k-{\varepsilon}$, $RNGk-{\varepsilon}$ and SST $k-{\omega}$. A three dimensional no submerged hydraulic jump and a two dimensional submerged hydraulic jump were modeled. Both the geometry and the mesh were created using the open source Gmsh code. The project's geometry consists of a rectangular channel with length and height differences between the two dimensional and three dimensional simulations. Uniform hexahedral cells were used for the mesh. Three refining meshes were constructed to allow to verify simulation convergence. The Volume of Fluid (abbr. VOF) method was used for treatment of the air-water surface. The turbulence models were evaluated in three distinct set up configurations to provide a greater accuracy in the flow representation. In the two-dimensional analysis of a submerged hydraulic jump simulation, the turbulence model RNG RNG $k-{\varepsilon}$ provided a better interface adjust with the experimental results than the model $k-{\varepsilon}$ and SST $k-{\omega}$. In the three-dimensional simulation of a no-submerged hydraulic jump the k-# showed better results than the SST $k-{\omega}$ and RNG $k-{\varepsilon}$ capturing the height and length of the ledge with a better fit with the experimental results.